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In this work, beam elements based on different kinematic assumptions are combined through the Arlequin method.
Conventional beam elements based on the mid-plane formulation are often used to predict vibration frequencies of beams.
In this study a large knowledge base is first established through numerous designs of experiments on beam elements, based on a validated finite element model of a reference vehicle body-in-white.
In this work, a detailed physics-based three-dimensional model of an experimental Machinery Fault Simulator® apparatus is developed using ANSYS® with beam elements based on Timoshenko beam theory.
The availability of the presented approach has been verified by both the existing analytical solutions for the entire continuum curved beam and the numerical solutions for the entire discretized curved beam composed of the conventional straight beam elements based on either the consistent-mass model or the lumped-mass model.
Recently published work on the vibration of functionally graded materials (FGM) beams shows that if the positions of immovable end supports are at a different plane to the middle-plane, beam elements based on mid-plane formulation will yield inaccurate results.
Similar(53)
A nonlinear three-dimensional finite beam element based on a Hu Washizu variational formulation is presented.
A beam element, based on a displacement formulation, is first developed.
The belt was modeled as a planar beam element based on an absolute nodal coordinate formulation.
The proposed element is also compared with an existing shear deformable beam element based on the absolute nodal coordinate formulation.
For that reason, the current contribution additionally proposes a novel geometrically exact beam element based on the Simo Reissner theory.
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